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HomeMy WebLinkAboutPermit B96-0256 - NIC INTERNATIONAL - STORAGE RACKS1 City of Tukwila � -- (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B96 -0256 Type: B -RACKS Category: Address: 18370 OLYMPIC AV 5 St: 01 Location: Parcel 1: 788890 -0153 Zoning: CM Contractor License No.: ONLINCR055PD Status: ISSUED Issued: 09/05/1996 Expires: 03/04/1997 Suite: TENANT NIC INTERNATIONAL 18370 OLYMPIC AV S, TUKWILA WA 98188 OWNER DAVIS PETERSEN & ROSER Phone: (206) 822 -3439 ATTN DON DAVIS, 42 BRIDLEWOOD CIRCLE, KIRKLAND WA 98033 CONTRACTOR ON LINE CONVEYORS RACKING INC Phone: 391 -8467 46306 131 ST, NORTH BEND WA 98045 CONTACT MARTIN SHULTZ Phone: 391 -8467 385 FRONT ST N, ISSAQUAH WA 98027 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALLATION OF RACKS FROM OLD FACILITY. UBC Edition: 1994 Valuation: 2,604.00 Total Permit Fee: 127.84 ************************, i****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building per Signature: Date: -9-55(.... Print Name: /114-0;,) Title:i/ikcs c.s,a, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Project Name/Tenant: NIC INTERNATIONAL Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University Value of Construction: $2604.38 Site Address: 18370 OLYMPIC AVENUE SOUTH, City State/Zip: TUKWILA, WA 98188 Tax Parcel Number. �, - — 0 166 Property Owner: SEAWEST DISTRIBUTORS INC. Will there be a change of use? ❑ yes ® no Phone: (206)575 -9128 Street Address: 18370 OLYMPIC AVENUE SOUTH, City State/Zip: TUKWILA, WA 98188 Fax #: (206)575 -9129 Contact Person: MARTIN SHULTZ Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 Phone: (206) 391 -8467 Street Address: City State /Zip: 385 FRONT STREET NORTH, SUITE 201, ISSAQUAH, WA Fax #: (206)391 -8568 Contractor: y ti U Z / ON -LINE CONVEYORS AND RACKING INC. Phone: (206) 391 -8467 Street Address: 385 FRONT ST. N., SUITE 201, City State /Zip: ISSAQUAH, WA 98027 Fax #: . (206) 391 -8568 Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: SEIZMIC INC. Phone: (qnq) RHq -r1gRq Street Address: 161 ATLANTIC STREET. POMONA. City State /Zip: CA 91768 Fax #: Description of work to be done: 7- � 4.15iac L r ' ._..a��:- r 2-oei nl.. 1 - rr : r `, Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family El Warehouse Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family 01 Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ® yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 6400 sq • fte,cisting Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes ® no X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Cent 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De•artment ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone O Fill cubic yds. ❑ Sewer Main Extension ❑ Street Use ❑ Water Main Extension Size(s): 0 Deduct Size(s): Size(s): Est. quantity: ❑ Miscellaneous ❑ Hauling ❑ Landscape Irrigation O Private0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of t ifiirB Building Code (current edition). No application shall be extended more than once. CITY OF TUi VO Date application accepted • , ba application expires: h 0 ' 1Co AUG 2 n 1'cif .- 1 - 7 , CTPERMIT.DOC 7/9/96 PERMIT CENiER Applicatiken�bk: (initials) 4U1►'L BUILDING OWNS - + ' . T • r 1�Jr. ENT: Signature: ∎� --:./...,0 Date: 8/19/96 Print name MARTIN SHUL l Ph M6) 391 -8467 Fax #: (206) 391 -8568 Address 385 FRONT STREET NORTH, SUITE 201 C I'S V i gH, WA 98027 ALL COMMERCIAL/MULTI-FANtY TENANT IMPROVEMENT /ALT ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOLL ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description ® El Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ © Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Cl ® Floor plan: show location of tenant space with proposed use of each room labeled ® ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. 0 ❑ Vicinity Map showing location of site ❑ 0 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. n ❑ Indicate proposed construction of tenant space or addition and walls being demolished U1 ❑ Construction details El El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). 0 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Q ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ® Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 7/9/96 CITY OF TUKWILA Permit No: Address: 18370 OLYMPIC AV S St: 01 Suite: Tenant: NIC INTERNATIONAL Status: ISSUED Type: B -RACY S Applied: 08/20/1996 Parcel #: 788890 -0153 Issued: 09/05/1996 •k**•k *k** k k * *•k * * * * * *** ** * * **** **•k * ** k k* k k k k*•k k*** k* ** k* k* k* k k k k* k* k *tit * Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and •the :TukwilaBuilding Division. 2. All permits, inspection ..records and approved plans shall be available at the job, site prior to the start of any con - struction. Thee = documents. are to be maintained and avail- able until final inspection approval is granted: 3. All construction to be done , ' in`` conformance' : with approved plans and=.r.eauicements of the ,Uniform Bui1dina Code (1994 Edition ?. as amended: 4. Validity of Permit. The issuance of a permit or approval of plans,t and computations shall not he con strued ::to,sbe a .permit tor, or an approval of, any violation of any' of the p r o v i s i o n s of ` the b u i l d i n g code or, of any . other , :ord i:nance' of the jurisdiction. No permit presuming to give, authority to violate or cancel the provisions of " this code; shall ;be :valid. 896 -0256 t**?c* * *:t *•k.*A * **.ir k*k *k+*ki *t * *. * * .:t *tikA*h *•A *k. *kA kk•kkk1.N*A* *h :ITV OF •TUKWLL.A. WA lEANSMl7' kkAk**h%** k*. kh;F A**A* A*• A* *.k*AA *** A:tIAkh;tk*•.t fRANSMIT Nimber: R9600467 Amount: 127.64 08/20/96 16:14 Payment Method: CHECK Notation: NIC INTERNATIONL In:t: SMC Permit No Parcel Na: Site Address: This Payment %A *.A*A **ol4eA*olol *•loot *At Account Code 000/322.100 000/34.830 000/386.904 896 -02 6 Type: 8•-RACKS RACK STORAGE PERMIT' 788890.0153 18370 OLYMPIC AV St: 01 Fl: 1.27.84 S U n : Total Fees: 127.84 Total ALL Pmts:: 127.84 Balance: .00 ***k***)* A k* *:1 * *•k *fi **•*o4 * **ti Description BUILDING - NONRES PLAN CHECK NO14R68 STATE BUILDING SURCHARGE Amount 74.75 48.59 4.50 2493 08/22.9617 TOTAL 127.84 1908 Address Authorize • Signature FINALAPP.FRM City of Tukwila Fire Department Project Name / b6 .Al r / /OHM 1 e 7 ay, X 4 5, X Retain current inspection schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRS DSPARTMSNT FINAL APPROVAL FORM 5/2- T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. t396 -62 �t Suite # DAte t � / Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 PT!: 'f ` l; V N Type of inspection: n -t A n, 4 p /� u S /ne Date called: (t_ G_ n � Special instructions: Date wanted• t0` too p.m. Requester: R WEN' /' A `� . Phone No. 11' _ 2 [ 4 (9 COMMENTS: Inspector: 11 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. L Date: / $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 1, Pas I 1 --t1 A L m , ,9 61.13 a - 1 ' fz d /4.s itli 7 � tE z _ , 50 sa, " , ', . sfzC . • Date wanted: Gj)J /� � �41 ilave p.m. Requester: D ., ` tt Phone No.: /1.71....._ 4544 l `nai Project: ` + r r f ( Type of inspect�n� L . Gl G r Address: :13V7s(,t fit. itli Date called: i C I Special instructions: okA "''""" Id a "- Date wanted: Gj)J /� � �41 ilave p.m. Requester: D ., ` tt Phone No.: /1.71....._ 4544 l `nai i INSPECTION NO. Inspector: I I INSPECTION RECORD Retain a copy with permit 4 46 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. [Corrections required prior to approval. Date: / 5, n q $42.00 REINSPECTION FEE REQUIRED. Prior to inspecti n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: STORAGE RICKS D RNE4N RACKS CANTLEVER RACKS MEZZANNES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TMKS MODULAR OFFCES GONDOLAS BOOKSTACKS ( - SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVCES PRODUCT TESTING FELD PSPECTGON SPECIAL FABRCATI N SEI SMI C ANALYST S OF STORAGE RACKS FOR NI C I NTERNATI ONAL 18370 OLYMPIC AVE. TUKWILA, WA 98188 ALASKA NEVADA ARWNA NEW MEXCO CALWRNM OREGON COLORADO PENNSYLVANIA IDAHO UTAH MISSOURI WASHINGTON RECEIVED CITY OF TUKWILA AUG 2 0 1996 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 SEI 2MI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. N16.._. ITERNATI ONAL ON- U NE CONVEYORS 2 CALCULATED BY GARY OF 14 DATE 8 -14 -1996 DESCR I PTI ON COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSI S COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOI L TABLE OF CONTENTS PAGE # 1 2 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY Fl ELD WELDING. reZ7 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PARAMETERS: PROJECT NI 6. ATERNATIONAL FOR ON- LI NE CONVEYORS SHEET NO. 3 OF 14 CALCULATED BY GARY DATE 8- 14- 1996 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRANSVERSE TRIBUTARY AREA LONGITUDINA TOP VIEW, • r fEIZM/C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NI ({ ONAL FOR ON- LI NE CONVEYORS SHEET NO. 4 CALCULATED BY GARY OF, 14 DATE 8- 14-1996 CONFI GURATI ONS / 93" 84" 1,200 lb. 2 1,200 lb. 1 TYPE 1 96" 36" 1 1,3001b. 7,211 i n.1 b. 6,999 i n.l b. <- stdconn. 2 650 I b. 4,388 i n.l b. 3,394 i n.l b. < stdconn. TYPE 1 DESIGN LOAD = 1200# BASE PLATE COLUMN BEAM 7 X4 X .375 M base = 3782 i n.I b. COLUM 3X3X14GA(LM 20) STRESS =0.41 V 4- 1 /2X2- 3/4X14GA( LBF454) MAX LOAD /LEVEL = 5,387 I b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOIL V ANCHCR STRESS = 0.52 # OF ANCHORS = 2 HORIZONTAL V 1 1 /2 X 1 1 /4 X 14 GA STRESS = 0.06 DI AGONAL V 1 1 /2 X 1 1 /4 X 14 GA STRESS = 0.29 V PUNCT. STRESS = 0.33 BENDING STRESS =0.21 r 1 v MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NIG ..STERNATIONAL FOR ON- LI NE CONVEYOR S SHEET NO. 5 OF 14 CALCULATED BY GARY DATE 8-14-1996 TYPE 1 SPECIFICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM ED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED 2yd 9 - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL+wDL) /Rw SECT1 CN AXIAL FORCE 84" 1 1,200 lb. 1,200 lb. 5 182# 85# y 5 96" - I u = 96" MOMENT BEAM M OMENT 36 "- F 243# SEI ZMI C MATERIAL HANDUNG ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NI ( 4TERNATI ONAL FOR ON -LINE CONVEYORS SHEET NO. 6 OF, 14 CALCULATED BY GARY DATE 8- 14-1996 LOADS & DISTRIBUTION :TYPE 1 1 UVE LOAD PER SHELF (BASED ON CUENT SUPPLIED DATA ) DEAD LOAD PER SHELF SEISMIC SHEAR BASED ON DIVISION VI OF THE 1994 U.B.C. WHERE V =ZIC[wDL +wLL] /Rw SEISMIC ZONE = 3 Z =.3 1 =1 C = 2.75 Rw (LONGI TUDI NAL) = 8 Rw (TRANSVERSE) = 6 w DL =100 I b. INTERCONNECTED UNITS. LONGITUDI NAL DI RECTI ON Vlong =.3* 1 * 2.75* (2400 +200)/8 Vlong = 268 Ib. Fi =V Whi /EWh TRANSVERSE DI RECTI ON VI ong = .3 * 1 * 2.75 * ( 2400 + 200) / 6 Vtrans = 358 I b. Fi =V Whi /EWh TOTAL FRAME LOAD = 2,600 lb. - wLL. = WDL = V. 240' 9 84" 1 " 1,200 lb. 1,200 lb. 96" Iu= 96" 136" - 7f 224 85# 243# EIZMIC rya MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NICE ITERNATIONAL FOR ON -LINE CONVEYORS SHEET NO. 7 OF 14 CALCULATED BY GARY DATE 8- 14-1996 LONGITUEI NAL ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = Vcol = F 1 = 43 lb. F2= 91 Ib. 268 lb. 134 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 3782 i n.I b. Mupper + MI ow er = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ower Mconn = [ Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT Mconn 1 1300 7211 6999 2 650 4387 O Muppe Mcaoa 7.' G L- JL ---79 Mconn 'R' cLi MATERIAL BANDUNG ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 NI GL ITERNATI ONAL ON- LI NE CONVEYORS SHEET NO. 8 CALCULATED BY GARY PROJECT FOR OF 14 DATE. 8-14-1996 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL P max = 1,300 I b. Mmax = 7,211 i n.I b. Kxl x/rx = 1.2 * 82 / 1.314 = 74.9 <- GOVERNS Kyly/ry = .8 * 57 / 1.095 = 41.6 Cc = (2n/2E/Fy)/.5 = 107.0 SINCE KI/r Cc, Fa = .522Fy - Rkl/r*Fy)/1494F2 = 19,819 psi. fa = Pmax/Area = 1,952 psi. fb = Mmax/Sx = 9,414 psi. fa/Fa = 0.10 fa/Fa+fb/Fb 1.33 Fb = .6*Fy = 30,000 psi. fb/Fb = 0.31 COMBINED STRESS = 0.41 t IN A —a l Ix= 1 — SECTION PROPERTIES A = 3" B = 3" C = .75" D 0" E = 0" Wt 0# t1 = .0747" t2 = 0" Area = .666"A2 Ix = 1.149"/4 ly = .798"A4 Sx = .766"A3 Sy = .51"A3 rx = 1.31 4"/2 ry = 1.095"A2 Front Vim 96" Side Viev B 57" 57" EIZMIC 1 n �c. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NI C, ITERNATI ONAL FOR ON- LI NE CONVEYORS SHEET NO. 9 OF 14 CALCULATED BY GARY DATE 8-14-1996 BEAM ANALYSIS :TYPE 1 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 96.0 i n. I max = [1950 + 1200(M1/M2)]b/Fy SINCE M1 /M2 = 1.0 I max = 3150* b /Fy = 173 i n. SI NCE I max > I act Fb = .60Fy = 30,000 psi . MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 4.5" 1) BENDI CAPACITY M = Sx* Fb = w /2/8 = 36360i n.I b. CAPACITY = 2(8* M/1) = 53861b. 2) MAXI MUM ALLOWABLE DEFLECTION (L/ 180). = 5w1'4/384E1 CAPACITY = 2[(384EI)/(5* 180* I /2)] = 76781b. MAXI MUM STATI LOAD PER LEVEL I S 5,387 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstati c = wI X12/8 = LI VE.LUQD* L/( 2* 8) M al I ow(stati c) = Sx * Fb Mimpact= 1.125 *Mstatic MalIcw(seismic) = 1.33 * Sx * Fb Msei smi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal I ow Msei smi c Mal I ow RESULT 1.125 Mstatic (static) (seismic) 1 7200 8100 36360 6999 48479 GOOD 2 7200 8100 36360 3393 48479 GOOD Sx = 1.212 in.A3 Ix = 2.811 in.^4 EIIMIC 1 1,1 040440 : 00000 11 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 NI C. .ITERNATI ONAL ON- LI NE CONVEYORS 10 CALCULATED BY GARY PROJECT FOR SHEET NO. OF 14 DATE 8 -14 -1996 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 = .150 " 4 2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) Abrg. = t ' D t = .0747 min. = .5 ' t Fu = 60,000 psi min. Pmax brg. = Area ' Fbearing =.51 *2.22 *Fu = 4,975# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 " ^3 Mcap = S ' Fbending = .110'.66'Fy C = Mcap/.75 = 1.67 P1 P1 = .798 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap.= P1 * 4.5 + P2 ' 2.5 + P3 * .5 = 5.94 ' 3,000# '1.33 = 23,778 "# Mupper Mconn. Mconn. Sbracket = .110 " ^3 Mlower BEAM TO COLUMN CONNECT C 1/2" C =P1 +P2 +P3 = P1 + (2.514.5)P1 + (.514.5)P1 = 1.67 P1 El ZMI C �� INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY NI C,JTERNATI ONAL ON -LINE CONVEYORS 11 GARY OF 14 DATE 8-14-1996 TRANSV RSE ANALYSIS :BRACING :TYPE 1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L- 6)'2+(D- 2* Bcol )'2]'.5 = 59.1 Vdi ag = Vtrans * Ldi ag. / D = 587# kI /rmin = [ 1 * 59.1 ] / .404 = 146.4 Fa = 112Tr'2Ey[23(kI /r) = 6961 psi. fa /Fa =Vdi ag/(Area* Fa) = 0.29 DI= 59.1" D= 36" DIAGONAL AND HORI ZCNTAL BRACING W Area= .288 "A2 T rmin= .404 " H t =.0747" W= 1.5 H= 1.25 " r • • L= 57" MATERIAL HANDUNG ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2237.7.1 OF THE 1994 Uniform Building Code. FULLY LOADED TQR SHELF LOADED SEIZhMC -1 116 0000 .L 0000 1 TOTAL SHEAR = 357 lb. Mot = Vtrans * ht * 1.15 =357* 149* 1.15 = 61444 i n.I b. Mst = E(Wp+.85w DL) * d/2 = ( 2400 +.85 * 200) * 36/2 = 46260 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 421 Ib. <- CRITICAL SHEAR =178 I b. Mot = Vtop * h * 1.15 =178* 180* 1.15 = 37001 i n.I b. Mst = (Wp+wDL) * d/2 = ( 1200 +.85 * 200) * 36/2 = 24660 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 342 lb. PROJECT NI CL14TER ONAL FOR ON- LI NE CONVEYORS SHEET NO. 12 OF 14 CALCULATED BY GARY DATE 8- 14-1996 36" -4 USE 2 ea. 1/2 x 2 -1 /4 MIN. EMBED. MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 MIN. EMBED. = 458 I b. PULLOUT & 1500 I b. SHEAR COMBINED STRESS1 = 421 / 916 + 178 / 3000 = 0.52 COMBINED STRESS2 = 342 / 916 + 89 / 3000 = 0.40 243# EI ZMIC - INC MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NI CUTERNATI ONAL FOR ON -LINE CONVEYORS SHEET NO. 13 CALCULATED BY GARY OF 14 DATE 8-14-1996 BASE PLATE :TYPE 1 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol =1300 lb. B =7 in. Mb= 3782 in.Ib. D =4in. b =3 in. P/A = Pcol /(D* B) = 46.42 psi. M/S = Mb /((D* B/2)/6) =115.7 psi. fb2 = 2b /B *fb = 66.15 psi. fb1 = fb-fb2 =49.61 psi. Mbase = wb1 '2/2 = b1/2/2[ fa + fb1 + .67fb2] Mbase = 280.3 i n.I b. Sbase = 1*t/2/6 = 0.0234 in./3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase* Fbase) = .33 t =.375 in. b1 =2 in. fa lb ANCHOR TENSION IMo = T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol * b /2d2 T = 4581 b. T Mbase fb2 r oommioi( EIZMIC - MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT NI CC iTERNATI ONAL FOR ON -LINE CONVEYORS SHEET NO. 14 OF, 14 CALCULATED BY GARY DATE 8- 14- 1996 SLAB AND SOIL :TYPE 1 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. fa) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 4,722 lb. Fpunct = 2 *sgrt(f'c) = 89.4 psi. Apunct = [(w +t /2)+(d +t /2)]* 2* t = 160.0 i n. /2 fv /Fv = Pmax/(Apunct*Fpunct) = 0.33 fb) SLAB TENSION Asoil = Pmax /(1.33 * fsoi 1) = 3.54 ft. /2 • .u�: y�S,y3;i s. ;• € • C .:•: :.. yt: ii'. �' >i }Y + {<v'�:�'4{% • :.: .S:Av.C: i::. L = 510 i n. /2 L = sqrt(Asoil) = 22.6 in. B = sgrt(w *d) +t = 10.3 in. b = (L- B)/2 = 6.1 in. Mconc = wb/2/2 = (1.33 *fsoiI *b /2)/(144 *2) 174.8 i n.I b. Sconc =1 *t/2/6 = 4.17 i n./3 Fconc = 50 *sqrt(f'c) = 201.25 psi. CONCRETE fb /Fb = Mconc/(Sconc*Fconc) = 0.21 t = 5 in. f'c = 2000 psi. BASE PLATE w =7 in. d =4 in. SOI L fs= 1000psf. B --4 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0256 (512) August 28, 1996 Re: NIC International - 18370 Olympic Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 3. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 575.4439 l.. City of Tukwila Page number 2 Fire Department Thomas P. Keefe, Fire Chief Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC article 81) (NFPA 231) Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 3 Yours truly, The Tukwila Fire cc: TFD file ncd City of Tukwila Fire Department evention 'Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 o Plane (206) 5754404 • Fax. (206) 5754439 0.ircuev Mua�. «z�:�a7ani�G*KS ?Reii4l xvAstitowx6Matta sAti vialF , d�swrwwwa.ruua�wcdmraess August 23, 1996 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Martin Shultz 385 Front Street North, Suite 201 Issaquah, Washington 98027 Dear Mr. Shultz: SUBJECT: Development Permit Application Number B96 -0256 NIC International 18370 Olympic Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 20, 1996, was reviewed at the August 22, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator File: B96 -0256 'etle/e_60x FILE COPY John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila,, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 "rt4444..44 .1-rs LLLLLL ; DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • "1CONST CONT GENERAL ,,• erknOti Numegk. Dttt4NCROSSOD• LEftECT I VE. . :r• okg • .; 10'103/14k,, te STATE OF WASHINGTON I;111 LiNE CONVEYORS, RACKING -.- INC ';■ 46306 . 131ST • ST ' NORTH BEND WA 98045 ?:11 - - AUG 2 0 1996 PERMIT CENTER F625-052-00013-921 RECEIVED CITY OF TUKWILA AUG 2 0 1996 TYP. SAFELY_CUP ' 111 ) 11* o 4,* , ,,, /i q , q SAFETY CLIP . ::R:: Orfole 1/8" 1 1/4" 1 I r 1 1/2" ' „ \ / • 1" • TYP. 4112" 1/8" 1 114° 11110 1 1111 4 11 111111111110 X 118” V 3" O 0 0 I /- --"\ 6 CONNECTOR c -A TYP BRACING TO COLUMN CONNECTION >5 BEAM 77 GENERAL CONFIGURATION / 1. 2. 3. 4. 5. 6. 7. 8. 9. TYPICAL BEAM TO COLUMN CONNECTION NOTES: STORAGE RACK DESIGNED PER DIVISION VI OF THE 1994 U.B.C. STORAGE CAPACITY: 1,200# PER LEVEL POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USI A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 ALL BOLTS A307 (UNLESS NOTED) ANCHORS CBO #4627 HILTI KWIK BOLT II OR APPkOVcD EQUAL CONCRETE 5" THICK x 2000 PSI SOIL BEARING PRESSURE 1000 PSF PULLOUT CAPACITY IS THAT WITHOUT INSPECTION. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS. \ 5e• S'Io , AP pRO N S 10 .. 'UU Q�N 0 pN FILE COPY Plan Check app royals ,nderstand that rsa n ,d . , p,e violation attd app - d;,e.rrrc, .t pans CO . s not a Receip nt_d cod t a r anc tctors copy of } aPP c" Mans ackno w ra L r` / /j av /�► 1�� 3 t Date ( ___ ^ ! . -•-• permit No - _ --� _ _ are r al f of any o of con ed. „ ed• 240” / / �� 5� _ t Sr 57" as i 57" 57" 4 Front View Side View 5" TYPICAL STORAGE RACK ELEVATIONS sqb...... � ti MIN. EMBDMNT MAIM 'a�_111,I11.��111 I MP 1/8 I3" TIP' © , 3 1/2 2 ANCHORS REO'D PER BASE PLATE 5/8" TYP. ♦ ■ I r '3" 1 I __ I ; 14GA 1 1 ' 11/4" i 1 F 4 - ! _ DCOLUMN � \ v ,/• �' a r �' / . EIZNAC MATERIAL HANDLING /16" 0 BASE PLATrO CONCRETE X 1 12" O ANCHOR 1 INC. ENGINEERING 181 Atlantic Shoot EST. 1985 Pomona, CA 91766 T.I. (909) 869-0989 • Fax (909) 869 -0981 . f y 1 1/2" 4 " X I. I / I � `L R1 EWES 4 -12 -98 I CALIFORNIA ALIFO CONTRAC ORS LICENSE NO.885374 SCALE NONE DRANNBY GARY 1/8" V 3/4" TYP. ... • •• • •, . • ' • � l; 2 MIN. EMB. : • • _ . • . °. • � �' • •' ' SOIL 3 A NCHOR ICBO #4627 DATE 8/14/98 APPROVED BY SAL E. FATEEN 7" DESCRIPTION STORAGE RACK DETAILS (L.M.T. TYPE) r 2 j BASE PLATE (3/8" THK.) ADDRESS NIC INTERNATIONAL 18370 OLYMPIC AVE., TUKWILA, WA 98188 DRAWN°NUMBER 96 -0681A > 1'S COLUMN ` HORIZONTAL & DIAGONAL BRACING AUG 2 0 1996 ra C?)-- cA) (i) 0,141rli. , A9V6- 1 , Elkfl, 81,1. - ....m .-- -Aaaassimossmemslmo=s! ep4:, .442 40,12, iy.04 ) c5'-o :5 zr,10!! 1 . :•7'. IfI • 1 (..,' I 0:14. . lo. 0 .7'.4 i 10 I I i I ....eie, ,-,X.. .l........7.7.. • - - _,T.A. ,,,,:-- ........• , • ,'' • - 77 --- " . '"M . 2 00 l . • • • g7 814.411411 81LO4 1441441. 44./4 &Cib--Da5h p. il 2I6 • , 5;:tqP...!...- SEE vri • (4 I .■041, J. TO:LE-TS-9' 21-1t44K 410.1 • J1V COL4r0.12F-1.1.E. 1 2-001 rild ; ( • , t 1- , '',,* a : ".•? ! T1 4 , - drEl-AIZAL. r ll '11 4F811ce t ; :41 i i' e'•:!.e! A:d; ,i; • Eff:Zr'. TRI ,1 EA1 MEM FL-001,5)i. PL 2 5 . 441. _ 0'.4' Le0s.n 400111e Wo, 1!5• 1 1 . , .. .._..,. E E - p) c. 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